Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings
Autor(a) principal: | |
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Data de Publicação: | 2011 |
Outros Autores: | |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
Texto Completo: | http://hdl.handle.net/1822/14480 |
Resumo: | This paper addresses the possibilities of structural component models for the seismic assessment of masonry buildings using pushover analysis. The ultimate goal is to allow efficient design of new unreinforced masonry buildings in seismic areas. Different modelling strategies are presented and the implementation of a simple design tool based on structural component models is described in detail. The different approaches are applied to a two-storey building with regular plan and elevation, allowing for a comparison between them. The results indicate that macro-modelling using structural component models and pushover analysis are adequate approaches for the seismic assessment and design of unreinforced masonry buildings, as the tools require very low computational resources, allow easy interpretation of results and provide satisfactory accuracy. |
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Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildingsMasonrySeismic assessmentMacro-modellingStructural component modelsPushover analysisBenchmarkingScience & TechnologyThis paper addresses the possibilities of structural component models for the seismic assessment of masonry buildings using pushover analysis. The ultimate goal is to allow efficient design of new unreinforced masonry buildings in seismic areas. Different modelling strategies are presented and the implementation of a simple design tool based on structural component models is described in detail. The different approaches are applied to a two-storey building with regular plan and elevation, allowing for a comparison between them. The results indicate that macro-modelling using structural component models and pushover analysis are adequate approaches for the seismic assessment and design of unreinforced masonry buildings, as the tools require very low computational resources, allow easy interpretation of results and provide satisfactory accuracy.ElsevierUniversidade do MinhoMarques, Rui Filipe PedreiraLourenço, Paulo B.20112011-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/14480eng0045-794910.1016/j.compstruc.2011.05.021http://dx.doi.org/10.1016/j.compstruc.2011.05.021info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-07-21T12:51:04Zoai:repositorium.sdum.uminho.pt:1822/14480Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:49:54.076285Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse |
dc.title.none.fl_str_mv |
Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings |
title |
Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings |
spellingShingle |
Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings Marques, Rui Filipe Pedreira Masonry Seismic assessment Macro-modelling Structural component models Pushover analysis Benchmarking Science & Technology |
title_short |
Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings |
title_full |
Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings |
title_fullStr |
Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings |
title_full_unstemmed |
Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings |
title_sort |
Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings |
author |
Marques, Rui Filipe Pedreira |
author_facet |
Marques, Rui Filipe Pedreira Lourenço, Paulo B. |
author_role |
author |
author2 |
Lourenço, Paulo B. |
author2_role |
author |
dc.contributor.none.fl_str_mv |
Universidade do Minho |
dc.contributor.author.fl_str_mv |
Marques, Rui Filipe Pedreira Lourenço, Paulo B. |
dc.subject.por.fl_str_mv |
Masonry Seismic assessment Macro-modelling Structural component models Pushover analysis Benchmarking Science & Technology |
topic |
Masonry Seismic assessment Macro-modelling Structural component models Pushover analysis Benchmarking Science & Technology |
description |
This paper addresses the possibilities of structural component models for the seismic assessment of masonry buildings using pushover analysis. The ultimate goal is to allow efficient design of new unreinforced masonry buildings in seismic areas. Different modelling strategies are presented and the implementation of a simple design tool based on structural component models is described in detail. The different approaches are applied to a two-storey building with regular plan and elevation, allowing for a comparison between them. The results indicate that macro-modelling using structural component models and pushover analysis are adequate approaches for the seismic assessment and design of unreinforced masonry buildings, as the tools require very low computational resources, allow easy interpretation of results and provide satisfactory accuracy. |
publishDate |
2011 |
dc.date.none.fl_str_mv |
2011 2011-01-01T00:00:00Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://hdl.handle.net/1822/14480 |
url |
http://hdl.handle.net/1822/14480 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
0045-7949 10.1016/j.compstruc.2011.05.021 http://dx.doi.org/10.1016/j.compstruc.2011.05.021 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Elsevier |
publisher.none.fl_str_mv |
Elsevier |
dc.source.none.fl_str_mv |
reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação instacron:RCAAP |
instname_str |
Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
instacron_str |
RCAAP |
institution |
RCAAP |
reponame_str |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
collection |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
repository.name.fl_str_mv |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
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1799133081893863424 |